CN207974254U - A kind of tension anchoring method connecting-type assembled wall-harden structure - Google Patents
A kind of tension anchoring method connecting-type assembled wall-harden structure Download PDFInfo
- Publication number
- CN207974254U CN207974254U CN201820218483.6U CN201820218483U CN207974254U CN 207974254 U CN207974254 U CN 207974254U CN 201820218483 U CN201820218483 U CN 201820218483U CN 207974254 U CN207974254 U CN 207974254U
- Authority
- CN
- China
- Prior art keywords
- wall
- connected unit
- hole
- harden structure
- anchoring method
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of tension anchoring method connecting-type assembled wallboard structures, including prefabricated board and the first wall, the second wall, third wall and the 4th wall, wherein：First wall to the left side top of third wall, right side lower part is both provided with the first connected unit；The top and the bottom of the left and right sides of 4th wall are staggeredly equipped with the second connected unit；Other than the first connected unit surface of third wall, remaining first connected unit, the second connected unit surface and side on be both provided with first level hole, be both provided with the first vertical hole in the end face of the first all connected units, the second connected unit；It is symmetrically arranged with stretching reinforcing bar in each wall side；It is both provided with the second horizontal hole on the surface and side of the prefabricated board, the second vertical hole is provided on the end face of prefabricated board.It is connected between the wallboard of the utility model reliably, there is the features such as easy construction, dry construction, prestressing force connects.
Description
Technical field
The utility model is related to prefabricated concrete structure is prefabricated and technical field of construction, and in particular to a kind of tension anchoring
Method connecting-type assembled wall-harden structure, the structure realize each component flexible arrangement, dry construction, and prestressing force connection carries significantly
High building assembly rate.
Background technology
In recent years, with the continuous propulsion of building industrialization process, fabricated construction has obtained significant progress.It is practical
There are commonly assembly of shear wall structure in engineering, assembling frame structure, common connection type has sleeve grouting connection, slurry
Anchor overlap joint connection.The construction technology continued to use at present is all based on assembled integral concept and carries out organization design, i.e., first realizes pre-
Molding is packaged to match, rear assembling reinforcement, then carries out the cast in situs of sleeper, superimposed sheet；This cast in place and precast construction need into
Row situ wet operation and concrete curing, and need many Accessory Members such as a large amount of template, holder, support.
Invention content
The purpose of this utility model is to provide a kind of drawing anchor fastening connecting-type assembled wall-harden structure and installation method,
This structure combines prestressed anchorage technology, is in the milk by penetrating joint bar inside steel strand wires and welding square steel tube inside wallboard
It carries out between each wall, being reliably connected between wall-plate, there is the features such as easy construction, dry construction, prestressing force connects.
In order to realize that above-mentioned task, the utility model use following technical scheme：
A kind of tension anchoring method connecting-type assembled wall-harden structure, including prefabricated board and the first wall, the second wall,
Third wall and the 4th wall, wherein：Left side top, the right side of first wall, the second wall and third wall
Lower part is both provided with the first connected unit；The top and the bottom of the left and right sides of 4th wall are staggeredly equipped with the second connection
Platform；Other than the first connected unit surface of third wall, remaining first connected unit, the second connected unit surface and side
On be both provided with first level hole, be both provided with the first vertical hole in the end face of the first all connected units, the second connected unit
Hole；It is symmetrically arranged with stretching steel in each wall (the first wall, the second wall, third wall and the 4th wall) side
Muscle；It is both provided with the second horizontal hole on the surface and side of the prefabricated board, second is provided on the end face of prefabricated board
Vertical hole.
Further, height, thickness all same of first wall to the 4th wall, the height are 2H1+
H2, the thickness are b；The height of first connected unit, the second connected unit is H1, and the stretching reinforcing bar is each
Distribution height on wall side is H2.
Further, first wall, the first connected unit on the second wall and third wall left side top
The length of the first connected unit, thickness be b, and a length of b/2 of the first connected unit of third wall right side lower part, thickness b；
The length of the second connected unit on 4th wall is b, thickness b/2.
Further, on the 4th wall, the second connected unit of left side top and right side lower part is coplanar, and left
Second connected unit on side lower and right side top is coplanar.
Further, first wall, the second wall, third wall and the middle part of the 4th wall left and right side are pre-buried
It is the perforated steel plate of H2 to have height, and one end of the stretching reinforcing bar is embedded in inside wall, and the other end is from the perforated steel plate
On hole be pierced by wall.
Further, the stretching reinforcing bar on the stretching reinforcing bar and the second wall on first wall is laid staggeredly.
Further, first wall and the second wall body vertical connect and compose L-shaped node；Two the first walls are horizontal
Connect and compose "-" type node；After two third wall horizontal connections, then with the 4th wall connecting constitute X-shaped node.
Further, the length L 25~30mms short compared with thickness of wall body for stretching out reinforcing bar and stretching out wall.
A kind of installation method tensing anchoring method connecting-type assembled wall-harden structure, includes the following steps：
Step 1, preset first wall, the second wall, third wall, the 4th wall and prefabricated board and to be transported to construction existing
, set up L-shaped node, "-" type node and X-shaped node；
Step 2, first layer building structure is built using the L-shaped node, "-" type node and X-shaped node, when building,
The first level hole of neighboring walls corresponds to perforation；
Step 3, after all walls are in place, all first level holes in the same horizontal position are passed through using steel strand wires
Hole, coplanar interior whole of steel strand wires needs are completely through then to steel strand wires end utilization anchoring sealing plate anchoring temporarily；
Step 4, the prefabricated board is lifted, the on prefabricated board second vertical hole and the first vertical hole on wall are made
Corresponding perforation；
Step 5, after all prefabricated board liftings are in place, all second water in the same horizontal position are passed through using steel strand wires
Flat hole hole, and anchoring temporarily is carried out using anchoring sealing plate to the end of steel strand wires；
Step 6, each layer of building structure is successively built according to step 2 to 5 identical methods；
Step 7, after each layer of building structure is built, steel strand wires is utilized respectively and are passed vertically through same vertical
The first vertical hole on position and the second vertical hole, and place anchoring sealing plate, at the top of top layer's wall and foundation bottom
It is anchored；
Step 8, the pre-buried perforated steel plate of all wall connecting positions is welded into reserved grouting with the steel plate that the later stage supplements
The square steel tube of notch anchors all steel strand wires；
Step 9, cement mortar is poured by the grouting notch on square steel tube, completed.
The utility model has following technical characterstic：
1. the utility model penetrates using steel strand wires alternate internal and carry out end prestress anchoraging, realize between each component
Close occlusion, integrated connection；
2. steel strand wires reserving hole in wall end set, does not influence the arrangement of wall body door or window hole, each wall function is more
Sample can meet different building requirements；
3. live whole process can carry out dry construction, building assembly rate is effectively increased, the duration greatly shortens.
Description of the drawings
Fig. 1 is the three-view diagram of the first wall, wherein (a) is front view, is (b) vertical view, is (c) left view；
Fig. 2 is the three-view diagram of the second wall, wherein (a) is front view, is (b) vertical view, is (c) left view；
Fig. 3 is the three-view diagram of third wall, wherein (a) is front view, is (b) vertical view, is (c) left view；
Fig. 4 is the three-view diagram of the 4th wall, wherein (a) is front view, is (b) vertical view, is (c) left view；
Fig. 5 is the three-view diagram of prefabricated board, wherein (a) is front view, is (b) vertical view, is (c) left view；
Fig. 6 is the structural schematic diagram of square steel tube；
Fig. 7 is the structural schematic diagram of L-shaped node；
Fig. 8 is the structural schematic diagram of "-" type node；
Fig. 9 is the structural schematic diagram of T-section point；
Figure 10 is the concrete application three-dimensional perspective schematic diagram of the utility model.
Figure label represents：1-the first wall, the 2-the second wall, 3-third walls, the 4-the four wall, 5-is prefabricated
Plate, 6-stretching reinforcing bars, 7-square steel tubes, 8-first level holes, the 9-the first vertical hole, the 10-the second horizontal hole,
11-the second vertical hole, 12-steel strand wires, 13-grouting notches, the 14-the first connected unit, 15-perforated steel plates, 16-the second
Connected unit.
Specific implementation mode
The utility model provides a kind of tension anchoring method connecting-type assembled wall-harden structure, including prefabricated board 5 and
First wall 1, the second wall 2, third wall 3 and the 4th wall 4, as shown in Figures 1 to 4, the structure of respectively four kinds walls
Schematic diagram；First wall 1 to third wall 3 is zigzag configuration, and the 4th wall 4 is X-shaped structure.
Wherein：Left side top, the right side lower part of first wall 1, the second wall 2 and third wall 3 are all provided with
It is equipped with the first connected unit 14；The top and the bottom of the left and right sides of 4th wall 4 are staggeredly equipped with the second connected unit 16, tool
Body, it is symmetrically arranged with the second connected unit 16 on left side top and right side lower part, left side lower part and right side top.
As shown, the structure of the first wall 1 to third wall 3 is essentially identical, the first connected unit 14 is arranged in each wall
The lower part on body left side top and right side, and the upper surface of first connected unit 14 on left side top and wall upper surface are neat
Flat, the lower surface of the first connected unit 14 of right side lower part is flushed with wall lower surface, to make the first wall 1 to third wall
3 constitute zigzag configuration.
4th wall 4 is X-shaped structure, and the second connected unit is both provided in the top and the bottom of left side, the top and the bottom of right side
16.In the second connected unit 16, the second connected unit 16 of left side top and right side lower part is coplanar, and its back side and the 4th
The back side of wall 4 is coplanar；And second connected unit 16 on left side lower part and right side top is coplanar, and its front and the 4th wall
4 front is coplanar.Height, the thickness all same of first wall, 1 to the 4th wall 4, the height are 2H1+H2, institute
The thickness stated is b；The height of first connected unit 14, the second connected unit 16 is H1；First wall 1, second
The length of first connected unit 14 on the 3 left side top of the first connected unit 14 and third wall on wall 2, thickness are b, and
The a length of b/2, thickness b of first connected unit 14 of 3 right side lower part of third wall；Second on 4th wall 4 connects
The length for connecing platform 16 is b, thickness b/2.
Other than 14 surface of the first connected unit of third wall 3, remaining first connected unit 14, the second connected unit 16
First level hole 8 is both provided on surface and side, it is equal in the first all connected units 14, the end face of the second connected unit 16
It is provided with the first vertical hole 9；In each wall (referring to the first wall 1, the second wall 2, third wall 3 and the 4th wall 4)
Side, which is symmetrically arranged with, stretches out reinforcing bar 6, and the spacing of adjacent stretching reinforcing bar 6 is 150~250mm；The inside arrangement of reinforcement symbol of wall
National relevant regulations are closed, size meets modulus regulation.Specifically：
The structure of first wall 1 is shown in that Fig. 1,14 surface of the first connected unit (front) of 1 upper right side lower of the first wall are set
It is equipped with first level hole 8, which runs through front, the back side of the first connected unit 14, parallel with 1 bottom surface of the first wall, this
One horizontal hole 8 is b/2 at a distance from 14 right side of the first connected unit, and the bottom surface distance with the first connected unit 14 is 3b/4；
The first level hole 8 of first connected unit, 14 side setting crosses the first connected unit 14 and the first wall 1, is connect with first
14 surface distance of platform is b/2, is b/4 with 14 bottom surface of the first connected unit distance.First connected unit on 1 left side top of the first wall
14 left side is provided with first level hole 8, which is 3b/4 at a distance from 1 top surface of the first wall, with the
The distance on one wall, 1 surface is b/2.Two the first connected units 14 of the first wall 1 obtain being respectively provided on end face (top surface, bottom surface)
There are a pair of first vertical hole 9, the first vertical hole 9 to run through top surface, the bottom surface of the first connected unit 14, and each first connection
The first vertical hole 9 of a pair on 14 end face of platform is arranged diagonal, i.e. the cross section of the first connected unit 14 is square, described
A pair of of hole is arranged symmetrically on the diagonal line of square, and the spacing on 1 length direction of the first wall is b/2, such as Fig. 1 institutes
Show.
The structure of second wall 2 is shown in that Fig. 2, the difference of the second wall 2 and the first wall 1 are, on 2 left side of the second wall
First connected unit, 14 surface in portion is provided with first level hole 8, and the first wall 1 is then right side lower part has.Second wall 2
On the sides of two the first connected units 14 have first level hole 8, the installation position on installation position and the first wall 1
It is staggered, specific size position is as shown in Figure 2.The first vertical hole 9 on two 14 end faces of the first connected unit of the second wall 2
Laying mode is identical as on the first wall 1.
The structure of third wall 3 is shown in Fig. 3, and 14 surface of the first connected unit on third wall 3 is not provided with first level hole
8, there is a first level hole 8 in the sides of two the first connected units 14 of third wall 3, on installation position and the first wall 1
Installation position it is identical, specific size position is as shown in Figure 3.On 14 end face of the first connected unit on the wall left side top
The laying mode of first vertical hole 9 is identical as the first wall 1, the first connected unit 14 of the right side lower part of third wall 3
Length is shorter, is b/2, a first vertical hole 9, the hole and third wall are only laid on the end face of first connected unit 14
3 positive distance b/4, with first connected unit, 14 right side distance b/4.
As shown in figure 4, the length of the second connected unit 16 is b, thickness (thickness) is the second connected unit 16 on 4th wall 4
b/2.Four 16 surfaces of the second connected unit on 4th wall 4 are both provided with first level hole 8, wherein superposed two
The 4 top surface spacing 3b/4 of first level hole 8 and the 4th wall on 16 surface of the second connected unit is located at two second companies of lower part
Connect the 4 bottom surface spacing b/4 of first level hole 8 and the 4th wall on 16 surface of platform, these first level holes 8 and the second connected unit
16 side spacing is b/2, and specific size position is as shown in Figure 4.It is both provided at the lateral edge of the second connected unit 16
First level hole 8, there are one horizontal holes (with 4 top surface spacing of the 4th wall altogether for superposed two the second connected units 16
B/4, surface spacing b/2), there are one horizontal holes (between 4 bottom surface of the 4th wall altogether for two the second connected units 16 positioned at lower part
Away from b/4, surface spacing b/2)；The first vertical hole 9 on each second connected unit, 16 end face is arranged one, and installation position is
4 surface of the 4th wall of distance (front or the back side) b/4,16 side b/4 of the second connected unit of distance.
The middle part of each wall is distributed the stretching reinforcing bar 6 that height is H2, and the stretching reinforcing bar 6 on each wall is located at
Between the connected unit on the top of the wall, the connected unit of lower part, and reinforcing bar 6 is stretched out on the left side of each wall, right side
It is symmetrical to lay.First wall 1, the second wall 2, third wall 3 and the 4th wall are embedded with height in the middle part of 4 left and right side
Degree is the perforated steel plate 15 of H2, and one end of the stretching reinforcing bar 6 is embedded in inside wall, and the other end is from the perforated steel plate 15
On hole be pierced by wall, reinforcing bar extension elongation L 25~30mms short compared with thickness of wall body.15 thickness t of perforated steel plate is 10~30mm, high
Degree H2 is 500~1000mm.
It is both provided on the surface and side of the prefabricated board 5 for the second horizontal hole across steel strand wires 12
10, the second vertical hole 11 is provided on the end face of prefabricated board 5, as shown in Figure 5.Prefabricated board 5 as building structure top plate and
Floor uses, and rearward surface (back side) offers the second horizontal hole 10 that a pair of of spacing is S, note in its front surface (front)
The height of prefabricated board 5 is c, then the pair of second horizontal hole 10 and 5 top surface spacing of prefabricated board are c/4；The left and right of prefabricated board 5
It is also offered in side surface direction a pair of between the upper and lower away from the second horizontal hole 10 for S, this pair of holes hole and the positive distance of prefabricated board 5
For 3c/4.5 end face of prefabricated board offers the second vertical hole 11, and position is in diagonal line cloth at the every nook and cranny of prefabricated board 5
If corresponding with the first vertical hole 9 on wall.Hole 1~3m of spacing of different directions on prefabricated board 5, arrangement of reinforcement and plate
Thickness meets the regulation of relevant national standard.
Above-mentioned all first level holes 8, the second horizontal hole 10 are penetrability and are parallel to the hole of horizontal plane,
And all first vertical holes 9, the second vertical hole 11 are penetrability and the hole perpendicular to horizontal plane.
First level hole 8 in this programme, the second horizontal hole 10, the first vertical hole 9, the second vertical hole 11 it is straight
Diameter is not less than 25mm compared with 12 big 4~6mm of steel strand wires, hole protective layer thickness.
As shown in Figure 7 to 9, several node structures used in building are given.
As shown in fig. 7, first wall 1 and 2 vertical connection of the second wall constitute L-shaped node, specifically constructing
When, by the first wall 1, the second wall 2 lift it is in place after, fine tuning wall makes first level hole 8 on the first wall 1 and the
Then two pieces of 15 contact positions of perforated steel plate for releasing position are carried out fillet welding by 8 position of the first level hole perforation on two walls 2
The welding of seam.After wall connecting, two blocks of steel plates identical with 15 size of the perforated steel plate are taken, with two pieces of bands
Hole steel plate 15 is welded into square steel tube 7, cross sectional dimensions b jointly.There are grout grooves on one block of steel plate fetched wherein
Mouth 13, and injection dilatancy cement mortar.
As shown in figure 8, two 1 horizontal connections of the first wall constitute "-" type node, in construction, two wall liftings are just
Behind position, fine tuning wall makes 8 position of first level hole on two walls penetrate through, and two blocks of steel plates is then supplemented, with two walls
On two pieces of perforated steel plates 15 be welded into square steel tube 7 jointly, also need to stay grouting notch 13.
As shown in figure 9, after two 3 horizontal connections of third wall, junction is connect with the 4th wall 4 to constitute X
Shape node, junction is supplemented the steel plate of one piece of reserved grouting notch 13, common with three pieces of perforated steel plates 15 on three walls
It is welded into square steel tube 7.
Based on the above technical solution, the utility model further provides a kind of tension anchoring method connecting-type assembly
The installation method of formula wall-harden structure, includes the following steps：
Step 1, preset first wall, the second wall, third wall, the 4th wall and prefabricated board and to be transported to construction existing
, set up L-shaped node, "-" type node and T-section point；
Step 2, first layer building structure is built using the L-shaped node, "-" type node and T-section point, when building,
The first level hole of neighboring walls corresponds to perforation, and it is in place to be gradually completing all walls of same absolute altitude；
As shown in Figure 10, building each layer of basic framework can be built by three kinds of above-mentioned nodes, both end of which
Using two L-shaped nodes, front wall uses T-section point, rear wall to use "-" type node.Each layer of basic frame structure is identical,
After one layer is constructed, next layer is built at an upper portion thereof；The wall that neighbouring layer same position is used is the same.
Step 3, after all walls are in place, all first level holes in the same horizontal position are passed through using steel strand wires
Hole, steel strand wires need coplanar interior whole completely through then carrying out that end is non-pre- to answer using anchoring sealing plate to steel strand wires end
Power anchoring temporarily；
Step 4, the prefabricated board is lifted, the on prefabricated board second vertical hole and wall (the first wall to the 4th are made
Wall) on the first vertical hole correspond to perforation；Wall plays the role of temporary support at this time；
Step 5, after all prefabricated board liftings are in place, all second water in the same horizontal position are passed through using steel strand wires
Flat hole hole, and non-prestressed anchoring temporarily is carried out using anchoring sealing plate to the end of steel strand wires；In the step, steel strand wires equally need
Want coplanar interior whole completely through；
Step 6, through the above steps, building for first layer building structure is completed, then according to step 2 to 5 identical
Method successively builds each layer of building structure；
Step 7, after each layer of building structure is built, steel strand wires is utilized respectively and are passed vertically through same vertical
The first vertical hole on position and the second vertical hole, and whole runs through, and anchoring sealing plate is placed, at the top of top layer's wall
Prestress anchoraging is carried out with foundation bottom；
Step 8, the pre-buried perforated steel plate of all wall connecting positions is supplemented into seal plate welding into reserved grout groove with the later stage
The square steel tube of mouth, anchors all steel strand wires；
Steel plate is supplemented, keeps steel plate originally pre-buried with junction depending on the actual conditions of each junction in wall connecting position
Perforated steel plate be welded into square steel tube jointly；Grouting notch is reserved on the steel plate wherein supplemented；For example, "-" type node by
Two the first wall 1 compositions, it is each pre-buried there are one perforated steel plate on two walls of junction, then it needs to supplement two blocks of steel plates,
It is welded into square steel tube jointly with two pieces of pre-buried perforated steel plates.
Step 9, dilatancy cement mortar is poured by the grouting notch on square steel tube, completed.
Steel strand wires end anchorage sealing plate mentioned above, need to be rationally designed, thickness and size as the case may be
It is both needed to meet the related request of prestressed concrete construction specification.Design sketch is shown in Figure 10 after installation.
Claims (8)
1. a kind of tension anchoring method connecting-type assembled wall-harden structure, which is characterized in that including prefabricated board (5) and the first wall
Body (1), the second wall (2), third wall (3) and the 4th wall (4), wherein：First wall (1), the second wall (2)
It is both provided with the first connected unit (14) with left side top, the right side lower part of third wall (3)；4th wall (4)
The top and the bottom of left and right sides be staggeredly equipped with the second connected unit (16)；In addition to the first connected unit (14) of third wall (3)
Except surface, remaining first connected unit (14), the second connected unit (16) surface and side on be both provided with first level
Hole (8) is both provided with the first vertical hole (9) in the end face of all the first connected units (14), the second connected unit (16)；
Each wall side, which is symmetrically arranged with, stretches out reinforcing bar (6)；It is both provided on the surface and side of the prefabricated board (5)
Second horizontal hole (10) is provided with the second vertical hole (11) on the end face of prefabricated board (5).
2. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that described first
Wall (1) is to height, the thickness all same of the 4th wall (4), and the height is 2H1+H2, and the thickness is b；Described
First connected unit (14), the height of the second connected unit (16) are H1, and the stretching reinforcing bar (6) is on each wall side
Distribution height is H2.
3. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that described first
First connected unit of the first connected unit (14) and third wall (3) left side top on wall (1), the second wall (2)
(14) length, thickness are b, and a length of b/2 of first connected unit (14) of third wall (3) right side lower part, thickness b；
The length of the second connected unit (16) on 4th wall (4) is b, thickness b/2.
4. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that described the 4th
On wall (4), the second connected unit (16) of left side top and right side lower part is coplanar, and left side lower part and right side top
The second connected unit (16) it is coplanar.
5. tensing anchoring method connecting-type assembled wall-harden structure as claimed in claim 2, which is characterized in that described first
The band that height is H2 is embedded in the middle part of wall (1), the second wall (2), third wall (3) and the 4th wall (4) left and right side
One end of hole steel plate (15), the stretching reinforcing bar (6) is embedded in inside wall, and the other end is from the perforated steel plate (15)
Hole is pierced by wall.
6. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that described first
The stretching reinforcing bar (6) on stretching reinforcing bar (6) and the second wall (2) on wall (1) is laid staggeredly.
7. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that described first
Wall (1) and the second wall (2) vertical connection constitute L-shaped node；Two the first wall (1) horizontal connections constitute "-" type section
Point；After two third wall (3) horizontal connections, then with the 4th wall (4) connect and compose X-shaped node.
8. tensing anchoring method connecting-type assembled wall-harden structure as described in claim 1, which is characterized in that the stretching
Reinforcing bar (6) stretches out the length L 25~30mms short compared with thickness of wall body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820218483.6U CN207974254U (en) | 2018-02-07 | 2018-02-07 | A kind of tension anchoring method connecting-type assembled wall-harden structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820218483.6U CN207974254U (en) | 2018-02-07 | 2018-02-07 | A kind of tension anchoring method connecting-type assembled wall-harden structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207974254U true CN207974254U (en) | 2018-10-16 |
Family
ID=63767271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820218483.6U Active CN207974254U (en) | 2018-02-07 | 2018-02-07 | A kind of tension anchoring method connecting-type assembled wall-harden structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207974254U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222291A (en) * | 2018-02-07 | 2018-06-29 | 西安建筑科技大学 | A kind of tension anchoring method connecting-type assembled wall-harden structure and installation method |
-
2018
- 2018-02-07 CN CN201820218483.6U patent/CN207974254U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108222291A (en) * | 2018-02-07 | 2018-06-29 | 西安建筑科技大学 | A kind of tension anchoring method connecting-type assembled wall-harden structure and installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP3263795A1 (en) | Composite structural wall and method of construction thereof | |
| CN105951880A (en) | Assembled underground structure of precast concrete planks and construction method thereof | |
| CN103469939A (en) | Flexible connection anti-seismic structure for masonry infilled wall and main body, and construction method for flexible connection anti-seismic structure | |
| CN104358337B (en) | Light-weight composite floor slab structure for assembling integral prefabricated double thin plates, and construction method | |
| CN108625356A (en) | A kind of prefabricated prestressed underground continuous wall and its construction method | |
| CN107503450A (en) | A kind of cast-in-place hollow armored concrete filling wall and its construction technology | |
| KR101021147B1 (en) | Prefabricated pc culvert | |
| CN108824671A (en) | The fabricated shear wall and its construction method of curved scissors stress separation | |
| CN108222291A (en) | A kind of tension anchoring method connecting-type assembled wall-harden structure and installation method | |
| CN207974254U (en) | A kind of tension anchoring method connecting-type assembled wall-harden structure | |
| CN205046669U (en) | Assemble integral concrete frame structure system and structure system is cut to frame that constitutes thereof | |
| FR2367147A1 (en) | Sea-wall of cellular precast blocks laid in bonded courses - contains heads piles filled with concrete and tied in vertical bars | |
| CN110735492A (en) | Connecting structure of prestressed hollow composite slabs and construction method thereof | |
| CN215978589U (en) | Masonry structure's prefabricated wallboard reinforced structure | |
| CN207092299U (en) | A kind of cast-in-place hollow armored concrete filling wall | |
| US5871307A (en) | Pre-cast concrete panel wall | |
| CN105952044B (en) | A kind of full precast prestressed concrete floor construction and prestressing force assembly method | |
| CN211057843U (en) | Semi-prefabricated counterfort retaining wall | |
| CN212835888U (en) | Vertical seam board that draws of assembled autoclaved aerated concrete | |
| CN108487506B (en) | A kind of construction method of the assembled integral shear wall based on SP plate | |
| CN208363343U (en) | The fabricated shear wall of curved scissors stress separation | |
| CN215978588U (en) | Prefabricated wallboard reinforced structure suitable for masonry structure | |
| CN212427573U (en) | Connecting structure of super high-rise residential building enclosure masonry and cast-in-place composite floor slab | |
| CN219261424U (en) | Prefabricated wall-filling structure of steel frame and building | |
| CN217734962U (en) | T-shaped masonry reinforcing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |